nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A combined method for instantaneous frequency identification in low frequency structures
|
Liu, Jingliang |
|
2019 |
194 |
C |
p. 370-383 |
artikel |
2 |
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem
|
Milani, Gabriele |
|
2019 |
194 |
C |
p. 458-476 |
artikel |
3 |
An efficient structural uncertainty propagation method based on evidence domain analysis
|
Cao, Lixiong |
|
2019 |
194 |
C |
p. 26-35 |
artikel |
4 |
Bond-stress and bar-strain profiles in RC tension members modelled via finite elements
|
Jakubovskis, Ronaldas |
|
2019 |
194 |
C |
p. 138-146 |
artikel |
5 |
Closed-form random vibration response for columns on elastic foundation and subjected to axial force
|
Elishakoff, Isaac |
|
2019 |
194 |
C |
p. 431-440 |
artikel |
6 |
Compressive sensing of wind speed based on non-convex ℓ p -norm sparse regularization optimization for structural health monitoring
|
Yan, Jingwen |
|
2019 |
194 |
C |
p. 346-356 |
artikel |
7 |
Corrigendum to “Feasibility of using ultra-high ductility cementitious composites for concrete structures without steel rebar” [Eng. Struct. 170 (2018) 11–20]
|
Yu, Kequan |
|
2019 |
194 |
C |
p. 345 |
artikel |
8 |
Corrigendum to “Unseating mechanism of a skew bridge with seat-type abutments and a simplified method for estimating its support length requirement” [Eng. Struct. 191 (2019) 194–205]
|
Wu, Suiwen |
|
2019 |
194 |
C |
p. 344 |
artikel |
9 |
Cyclic loading tests of flexural-failure dominant URM walls strengthened with engineered cementitious composite
|
Deng, Mingke |
|
2019 |
194 |
C |
p. 173-182 |
artikel |
10 |
Description of behaviour of timber-concrete composite beams including interlayer slip, uplift, and long-term effects: Formulation of the model and coefficient inverse problem
|
Perkowski, Zbigniew |
|
2019 |
194 |
C |
p. 230-250 |
artikel |
11 |
Design of concrete walls and slabs for wind-borne missile loadings
|
Terranova, Brian |
|
2019 |
194 |
C |
p. 357-369 |
artikel |
12 |
Editorial Board
|
|
|
2019 |
194 |
C |
p. ii |
artikel |
13 |
Estimation of the seismic demand model for different damage levels
|
Yazdani, Azad |
|
2019 |
194 |
C |
p. 183-195 |
artikel |
14 |
Evaluation of structural performance between active and passive preloading systems in circular concrete-filled steel tubes (CFST)
|
Milan, Caio C. |
|
2019 |
194 |
C |
p. 207-219 |
artikel |
15 |
Experimental analysis of crack width movement of continuously reinforced concrete railway track
|
Cho, Young Kyo |
|
2019 |
194 |
C |
p. 262-273 |
artikel |
16 |
Experimental study on seismic performance of RC frames with Energy-Dissipative Rocking Column system
|
Li, Yan-Wen |
|
2019 |
194 |
C |
p. 406-419 |
artikel |
17 |
Flexural cracking behavior and crack width predictions of composite (steel + UHPC) lightweight deck system
|
Luo, Jun |
|
2019 |
194 |
C |
p. 120-137 |
artikel |
18 |
Frequency domain prediction of peak nonlinear wave heights of structure-TLD systems
|
Love, J.S. |
|
2019 |
194 |
C |
p. 1-10 |
artikel |
19 |
Global sensitivity analysis of reliability of structural bridge system
|
Kala, Zdeněk |
|
2019 |
194 |
C |
p. 36-45 |
artikel |
20 |
In-plane cyclic performance of adobe walls retrofitted with near-surface-mounted steel rebars
|
Mirabi Banadaki, Hosein |
|
2019 |
194 |
C |
p. 106-119 |
artikel |
21 |
Investigation on the connection forces of shear keys in skewed bridges during earthquakes
|
Wu, Suiwen |
|
2019 |
194 |
C |
p. 334-343 |
artikel |
22 |
Load-carrying capacity and mode failure simulation of beam-column joint connection: Application of self-tuning machine learning model
|
Alwanas, Afrah Abdulelah Hamzah |
|
2019 |
194 |
C |
p. 220-229 |
artikel |
23 |
Loads bearing mechanism of steel bifurcation combined with concrete anchor block
|
Su, Kai |
|
2019 |
194 |
C |
p. 251-261 |
artikel |
24 |
Local buckling of 800 MPa high strength steel welded T-section columns under axial compression
|
Cao, Xianlei |
|
2019 |
194 |
C |
p. 196-206 |
artikel |
25 |
Numerical and experimental study of the ultimate strength of a monopile structure
|
Yeter, B. |
|
2019 |
194 |
C |
p. 290-299 |
artikel |
26 |
Numerical seismic performance evaluation of concrete beam-column joint reinforced with different super elastic shape memory alloy rebars
|
Nahar, Mumtasirun |
|
2019 |
194 |
C |
p. 161-172 |
artikel |
27 |
On the sensitivity of Finite Element results in the calculation of the lateral thrust for all-steel buckling-restrained braces
|
Genna, Francesco |
|
2019 |
194 |
C |
p. 66-76 |
artikel |
28 |
Optimal design of multiple damped-outrigger system incorporating buckling-restrained braces
|
Lin, Pao-Chun |
|
2019 |
194 |
C |
p. 441-457 |
artikel |
29 |
Optimization design of large span portal-rigid steel frame with tapered sections under wind-induced drift constraint
|
Fu, J.Y. |
|
2019 |
194 |
C |
p. 396-405 |
artikel |
30 |
Passive seismic unseating prevention strategies implemented in highway bridges: A state-of-the-art review
|
Xiang, Nailiang |
|
2019 |
194 |
C |
p. 77-93 |
artikel |
31 |
Performance evaluation of demountable shear connectors with collar step at ambient and elevated temperatures
|
Sencu, R.M. |
|
2019 |
194 |
C |
p. 94-105 |
artikel |
32 |
Punching shear strengthening of RC slabs using L-CFRP laminates
|
Saleh, Haifa |
|
2019 |
194 |
C |
p. 274-289 |
artikel |
33 |
Research on characteristic function for cable inverse analysis based on dynamic stiffness theory and its application
|
Xu, Bin |
|
2019 |
194 |
C |
p. 384-395 |
artikel |
34 |
Retrofitting of different types of reinforced concrete beams after exposed to elevated temperature
|
Hassan, Ahmed |
|
2019 |
194 |
C |
p. 420-430 |
artikel |
35 |
Seismic performance improvement of a slender composite ultra-high voltage bypass switch using assembled base isolation
|
Xie, Qiang |
|
2019 |
194 |
C |
p. 320-333 |
artikel |
36 |
Seismic retrofit of reinforced concrete strong beam–weak column joints using EBROG method combined with CFRP anchorage system
|
Ilia, Elaheh |
|
2019 |
194 |
C |
p. 300-319 |
artikel |
37 |
State-of-the-art in nonlinear finite element modeling of isolated planar reinforced concrete walls
|
Kolozvari, Kristijan |
|
2019 |
194 |
C |
p. 46-65 |
artikel |
38 |
Stochastic damage model for bond stress-slip relationship of reinforcing bar embedded in concrete
|
Huang, Le |
|
2019 |
194 |
C |
p. 11-25 |
artikel |
39 |
Storey-based stability of unbraced steel frames under piece-linear temperature distributions
|
Ma, Terence |
|
2019 |
194 |
C |
p. 147-160 |
artikel |